岩土力学
巖土力學
암토역학
ROCK AND SOIL MECHANICS
2014年
3期
744-752
,共9页
李术才%张伟杰%张庆松%张霄%刘人太%潘光明%李志鹏%车宗原
李術纔%張偉傑%張慶鬆%張霄%劉人太%潘光明%李誌鵬%車宗原
리술재%장위걸%장경송%장소%류인태%반광명%리지붕%차종원
富水断裂带%广义宾汉体浆液%优势劈裂注浆机制%注浆控制方法
富水斷裂帶%廣義賓漢體漿液%優勢劈裂註漿機製%註漿控製方法
부수단렬대%엄의빈한체장액%우세벽렬주장궤제%주장공제방법
water-rich fault zone%the generalized Bingham grout%advantage-fracture grouting mechanism%method of controlled grouting
注浆是处治隧道塌方、突水突泥等地质灾害的有效手段,但对于岩体结构多样、结构面发育的富水断裂带,注浆理论及控制技术尚不成熟。基于富水断裂带内部岩体结构,建立了注浆概念模型,提出了优势劈裂注浆概念。基于广义宾汉流体本构方程,建立单一平板优势劈裂注浆扩散模型,推导了考虑浆液流变特征的优势劈裂注浆扩散控制方程。由方程可知,注浆速率、注浆压力及浆液黏度是影响注浆扩散的3个主控因素。深入分析了优势劈裂注浆过程中3个主控因素对注浆扩散的影响规律,基于此提出优势劈裂注浆控制方法,形成了注浆压力差异控制、控制液动态调节及注浆速率梯度控制3项关键技术,促使浆液在优势结构面内控制性扩散。研究成果成功应用于江西省某隧道断裂带塌方处治工程中,取得良好治理效果,对隧道断裂带地质灾害控制理论研究和工程实践具有一定指导意义。
註漿是處治隧道塌方、突水突泥等地質災害的有效手段,但對于巖體結構多樣、結構麵髮育的富水斷裂帶,註漿理論及控製技術尚不成熟。基于富水斷裂帶內部巖體結構,建立瞭註漿概唸模型,提齣瞭優勢劈裂註漿概唸。基于廣義賓漢流體本構方程,建立單一平闆優勢劈裂註漿擴散模型,推導瞭攷慮漿液流變特徵的優勢劈裂註漿擴散控製方程。由方程可知,註漿速率、註漿壓力及漿液黏度是影響註漿擴散的3箇主控因素。深入分析瞭優勢劈裂註漿過程中3箇主控因素對註漿擴散的影響規律,基于此提齣優勢劈裂註漿控製方法,形成瞭註漿壓力差異控製、控製液動態調節及註漿速率梯度控製3項關鍵技術,促使漿液在優勢結構麵內控製性擴散。研究成果成功應用于江西省某隧道斷裂帶塌方處治工程中,取得良好治理效果,對隧道斷裂帶地質災害控製理論研究和工程實踐具有一定指導意義。
주장시처치수도탑방、돌수돌니등지질재해적유효수단,단대우암체결구다양、결구면발육적부수단렬대,주장이론급공제기술상불성숙。기우부수단렬대내부암체결구,건립료주장개념모형,제출료우세벽렬주장개념。기우엄의빈한류체본구방정,건립단일평판우세벽렬주장확산모형,추도료고필장액류변특정적우세벽렬주장확산공제방정。유방정가지,주장속솔、주장압력급장액점도시영향주장확산적3개주공인소。심입분석료우세벽렬주장과정중3개주공인소대주장확산적영향규률,기우차제출우세벽렬주장공제방법,형성료주장압력차이공제、공제액동태조절급주장속솔제도공제3항관건기술,촉사장액재우세결구면내공제성확산。연구성과성공응용우강서성모수도단렬대탑방처치공정중,취득량호치리효과,대수도단렬대지질재해공제이론연구화공정실천구유일정지도의의。
Grouting technology was an effective technical means to control the geological disasters in tunnel construction, including collapse and inrush of clay and water. As for the complex structure and advantage joint development of the water-rich fault, the grouting theory and control technology had not been mature yet. Based on the typical internal rock mass structure of water-rich fault zone, a model of grouting was established. Then concept of advantage-fracture grouting was proposed. Based on the assumption of generalized Bingham fluid and single plate model of advantage-fracture grouting diffusion, a control equation for calculating the diffusion distance was developed considering the rheology behaviors of grout. It showed that the grouting diffusion distance was mainly controlled by the grouting pressure, grouting rate and the rheological parameters of grout. And the influence laws of the three factors on the diffusion distance were discussed. On this basis, the method of controlled grouting was established. Three key technology of grouting which were the grouting rate gradient control, gradient control of grouting rate and dynamic regulation of control-fluid were concluded, which impelled grout constrained diffusion in the advantage of structure. The research results were successfully applied to the tunnel fracture zone collapse in Jiangxi province and played a positive role in promoting the theoretical research and engineering practice of geological disaster.